Full text: Proceedings, XXth congress (Part 3)

  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B3. Istanbul 2004 
  
separately. In case one of them exceed the similarity threshold, and fixed from its corresponding 3-D roof-edges. The second 
they are considered as a conjugate line and a further space step is to define the shape of a rooftop according to the height of 
intersection is applied to get a 3D roof-edge. the independent edges. If more than two independent edges 
exist and are sufficient to fit into a planar face, then 
2.3 3D Building Modelling least-squares coplanar fitting can be applied. Otherwise, the 
system will provide the most possible solution by 
consecutive-coplanar analysis, which is used to find a possible 
planar rooftop using consecutive line-segments or any two 
non-consecutive but coplanar ones. 
In this section, the SMS algorithm (Rau & Chen, 2003b) for 3D 
building modelling is illustrated. In the real world, it is difficult 
to describe all types of buildings using a single comprehensive 
building model database. In our approach, a building model 
may be decomposed into several planar roof-primitives. A 
roof-primitive may be a part or a complete building. Each 
roof-primitive is a planar rooftop, (e.g. a horizontal or oblique 
plane), with its boundary projected onto the ground as a polygon. 
One roof-primitive, or a combination of roof-primitives, can be 
reformed as a polyhedral building model. 
The proposed SMS method is designed to have some 
In the visual inspection stage, each generated roof-primitive is 
examined both on the ground view and 3-D view. The user can 
select the roof-primitive of interest on the ground view. The 
selected | roof-primitive together with the original 3-D 
roof-edges will be shown in the 3-D view. Whenever the 
selected roof-primitive doest not fit the original roof-edges, 
reshaping is necessary. The system will provide all possible 
solutions by the consecutive-coplanar analysis and show them 
on the screen one by one. The operator can thus choose the 
correct one by comparing the original stereo-pair. 
The primary data source for 3D building modelling using the 
SMS algorithm is the 3D roof-edges. The 3D roof-edges may 
come from totally manual stereo measurement using expensive 
stereographic equipment or comes from a semi-automatic way 
as described in the previous section that adopts the popular 
graphic card only. 3. CASE STUDY 
The key for the realization of 3D building modelling using the 
SMS algorithm is to create an initial building model, which is 
the first roof-primitive with a known topology. The initial 
building model is simply built in such a way that an operator 
needs only to specify the Area Of Interest (AOI) with a polygon. 
By the incorporation of a reasonable height, a volumetric 
In this section, a set of manually measured visible roof-edges 
and three cases of semi-automatic measured roofs are evaluated. 
The first one is to demonstrate the feasibility and power of the 
proposed SMS method. The second one illustrates the potential 
of the proposed interactive scheme for 3D building modelling. 
representation of the initial building model, which covers all of 3.1 Manual Measurement of Visible Roof-Edges 
the 3-D roof-edges in a process. Briefly speaking, the creation 
of initial building model has the following two important The first test data set was measured manually using a DPW. The 
meanings: (1) the first building model with a known topology, original data is a four-views aerial photo, which is located at the 
and (2) the selection of working line-segments. Fu-Zen University, TAIWAN, as shown in figure 3. The fly 
height is 1,700 meters with a scale of 1:5,000 and a ground 
A pre-processing of the input 3D roof-edges is necessary before sampling distance around 12.5 cm. 
modelling. The reasons are one refers to the adjustment of 
geometric irregularities due to stereo measurement errors, the 
other to obtaining a topology error-free solution. Many 
geometric irregularities due to the errors of manual stereo 
measurement can happen, such as: (1) two collinear lines are 
misaligned, (2) rectangular buildings are skewed, (3) two 
consecutive line-segments intersect and cause overshooting, and 
(4) gaps due to image occlusions, especially in a densely 
built-up area, may cause incorrect modelling. These kinds of 
situations should be solved before building modelling. Since the 
roof-edges are defined in the 3-D object space, these 
pre-processing steps are also performed in the object space. 
The SPLIT and MERGE processes can sequentially reconstruct 
the topology between two consecutive line-segments and then 
reform the areas as enclosed regions. In splitting, one 
line-segment is chosen as a reference. If any roof-primitives 
contain this roof-edge, we SPLIT them into two. For successive 
roof-edges, a combination of the possible roof-primitives is 
constructed. The splitting action is similar to the manual 
inference of hidden corners. The merging procedure is also 
worked on the 2-D horizontal plane. Every two connected 
roof-primitives are analyzed successively. If the boundary 
shared between them does not correspond to any 3-D roof-edges, 
the two roof-primitives will be merged into one. The SHAPE 
  
process is worked in 3-D object space. The first step of shaping The content of this data set can be abstractly categorized into 
is to assign a possible height for each roof-edge from its three parts. One is the university campus. In which the buildings 
corresponding 3-D roof-edge. Every roof-edge is automatically are large with complex boundary, and are separated to each 
labeled as a shared edge or an independent edge at first. The other with a distance. The second category is a high-density 
height information for an independent edge can then be assigned built-up area with groups of connected and rectangular 
586 
post-processing functions for visual inspection and modification. 
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